Body Corp for Noosa Quays - Plans · OPW19/0048

 

RECTANGULAR PONTOONS

 

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

2-89 FRP REBARS IN TOP

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM! -8¢ FRP REBAR oe CRS EACH WAY
[j=>—— 8000 To S000 UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: f 7000 | }--s00 s00—f = 8000 TO 15000 = 500 sof 8000 TO 15000 = bso
resaseeasecato a J a T ee URE “Te, hy I Ay
+
a5 83 8 BS I at BBs gz I ttre a& 23 I 1-208 FRP REBAR IN BOTTOM
ceeseeseeess}7 | { |-#=sses2=556 r-i-F 8 = 4b = =sss555==}7 | | wat | OF ALL BEAMS 20 MIN, COVER
' w ! i t TYP BEAM DETAIL
a 8000 TO 10000 wt 68 FRP UGS - 300 CRS" oq || SCALE 1:20
500 500 | Le _. Le — LK 08 Pehle FRO oe ae
wt ot ham FR sedi ser
Poteet gh & NOTE: | eS | Sa 320mm MIN.
i we i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS g Bu sr Ol |
7 ‘< Jl ae s LESS THAN 8000 IN LENGTH 83 388 nore BRAC tl g 4 i = Tr Soren aM ATES RETSEA ap
TTS SEEN TB -~PPY bo. a. 380 — 400 a — ie
i i Yr STANDARD FREEBOARD 8? FRP LGS-300 |
l | FOR FLAT DECK PONTOONS ane 05 i on
[+ 10100 To 15000 ans STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _ a | WATER LINE Le. & . 1
EQUAL NOT TO SCALE
500-7 [sean “| pF 500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION re ee ea 50 TYP
| | Qe | T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 130 CRS EACH WAY
FS aE = = 3 1-206 FRP CORNER BAR] 1-206 FRP REBAR
4 1 Sa iJ 32 7 AT ANY BEAM INTERSECTIONS LAP ANY JOIN
bee eae dee tlhe ee LS 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
EE | bed TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20¢ FRP CORNER NOTES:
i A BOAT PONTOONS BARS TO ALL BEAM INTERSECTIONS All concrete work to comply with AS3600. Ail concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 25mm minimum. a
== =o so Reinforcin e be minimum of 8mm FRP bars at ¢50mm centres in each
direction U.N.O. a
I 108 $.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm All 8¢ bar laps to be 320mm.
i Rt STERD Bd fLRUE ! SSR NG CITI, \7 Moe oem eo Om
PONTOON }PONTOON WIDTH |PONTOON WIDTH T 150 4! u Zo
—~4A5y | @mMinimua i? i. “add $08 dep 2 2% 2 Ls 2 LU LL LLL LL Lo. LL Le i Al aluminium werk to comply with AS1664. All welds to be Smm CFW.
LENGTH | 3.5m ~ 4.5m 3m MINIMUM L E Ll ee PTfJL LLL All butt welds to be full penetration, Aluminium to be grade 635t-T5.
15m 3.5 2.8 | \ Surface of aluminium in contact with concrete to be coated with zinc
. . cramate primer or equivalent.
14m 3.25 2.75¢ ISP-208 1 |, II FLOAT A BOAT RAMP FORMED INTO PONTOON DECK cport Fabrication tolerance  Smm. ;
12 3.0t 25t FOR PONTOON SIDES WHERE ANY PILE 1 | ! oN All bolts and fittings to be 304 or J16 stainless steel.
a ; ~{ BRACKETS, ACCESSORIES AND OR PONTCON «= by | 86 FRP|REBAR 200mm CRS EACH AWAY NT .
10m 2,75t 2.34 KOE” CONNECTIONS ARE REQUIRED x rat WS Flotation to comprise of grade SL expanded polystyrene foam with
¥ r approved protective coating. The approved protective coating for the 2
gm 2.4t ee? | | PA 4 / 86 FRP REBAR pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t nl 1.8t ty yf = PLAN VIEW is suitable for the marine environment. “
l |
im tat_* 1.5t Uh, Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
6m 1,5t 1.3t sol ; | ies Ty onto pontoon with tm clear at rear.
sm 1.0t 0.3t ' i This pontoon facility has been designed to comply with all relevant
l
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(-770 STANDARD OVERALL

450 STANDARD FREEBOARD
[ F.A.B PONTOONS
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WATER LINE

 

 

 

 

 

 

ATER LINE | | EN DD Ube nese cece epee eee ee eee ST
PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
FOAM FLOTATION. UNIT pal 2 sce MA WE ac: 300mm, z
80A) mm. a
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41. m/s. Re:
THE MARINA SPECIALIST sunshine coast office) (CUENT: Zoo Co2P Fae NooSA Hf 40S] MME PONTOON CONSTRUCTION DETAILS
Tone ASN OIOSSSIIS 2 NOUSTRA. AE FMPLRE £5 Bnd ohn wT © (4) QUAMEY PL FRP CONCRETE REINFORCING
has do. misma 4851 | | ENGINEERING — roterto' Mei 351 Noosa HEADS Som Pea e Pee
AGH 112761510 ABR 21112761510 a ipireengineeting.com.as PROJECT: AS JSP—SO~212
B |2i/ti/1 AL TS Jeeta x & en “5099 CHECKED; 7" 42, -PEQ, Val ae DRAWN | CHECKED [DIMENSIONS E A3

o|_ DATE AMENOMENT issu spectatt st fp Le. [EP [kl WA B J)

 

 

 

 

 

 

 

 

 

 

 

 

FLOAT A BOAT RAMP OPTION

SCALE 1:50

ftom LARBLE

-f- + L 4. a wrsngargegeesrarpesa- eee id foe cies er ew ee ces ee ee wa
FOAM FLOTATION UNIT

exceed 15°.

 

 

Australicn Standards. The pontoon will be stable ot all times. The pontoon
has been designed so that when the specified stability live load is 5
distributed over half the width of the pantoon and over the walkway; there?
is not tess than 75mm of reserve freeboard; the bottom corner of the ¢
pontoon does not emerge from the water, and the angle of tilt will not

MAXIMUM DESIGN UVE DECK LOADING: 3.0 kPo. (Structural & floatation)
1.5 kPa (Stability unrestricted access) ¢|
2,0 kPa (Stability restricted access) ul

 

  
    
   

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